1) filled wall frame shear wall structure
填充墙框架-剪力墙结构
2) infilled frame
框架填充墙结构
1.
The difference about mechanical property between the infilled frame and the bare frame is compared,the unbenefit influence of the stiffness effect of infill panels is analysed for weakness story and torsion response in the structure,and some reasonable methods are put forword to be referred by structure designers.
通过比较框架填充墙结构与纯框架结构在层间刚度、自振周期和变形方面的不同特点及力学性能上的差异,分析了填充墙带来的刚度突变、短柱效应、扭转效应等对结构可能带来的不利影响。
2.
The infilled frames are the common structure system.
分析了框架填充墙结构的受力特性，给出。
3) frame wall structure filled with masonry
填充墙框架结构
1.
The experimental study on the mechanic properties of the frame wall structure filled with masonry
填充墙框架结构力学性能的试验研究
4) frame-shearwall structure
框架-剪力墙结构
1.
With the development of architecture,the marginal structural system between frame structure and frame-shearwall structure or shearwall structure and frame-shearwall structure has occurred.
为了解决框架结构与框架-剪力墙结构以及剪力墙结构与框架-剪力墙结构之间的边缘结构体系的设计问题,对这类结构进行了认定分析,对这种结构在设计中存在的误区做了全面的归纳总结,并对这类结构提出了设计建议,分析表明:此类结构不可以完全按照框架—翦力墙结构体系进行设计;最后还提出了这类结构的研究展望。
2.
frame-shearwall structure with special-shaped columns are considered, the lateral stiffness of shear wall in mid-highrise residential buildings of RC.
综合考虑剪力墙剪切变形、异形框架柱轴向变形和连梁刚度对异形柱框架-剪力墙结构的抗侧刚度的影响,对抗震设防区的中高层钢筋混凝土异形柱框架-剪力墙结构体系住宅进行剪力墙抗侧刚度的优化,同时采用底部剪力法分析剪力墙抗侧刚度与水平地震作用的关系,考虑层间位移、刚重比、剪重比等约束条件建立优化数学模型,并结合新规范给出模型的数值解。
3.
The building uses reinforced concrete frame-shearwall structure.
鼎好电子商城二期工程采用钢筋混凝土框架-剪力墙结构,地上通过钢结构连廊与一期相连。
5) frame-shear wall structure
框架-剪力墙结构
1.
The 18-story frame-shear wall structure is used for an office building named HuiLongyuan in harbin.
哈尔滨慧隆苑办公楼采用18层框架-剪力墙结构,由于功能要求,须对其17、18两层原结构施工图进行抽柱修改设计。
2.
quadratic lateral load pattern) which can include uniform lateral load pattern,triangular lateral load pattern and multimode lateral load pattern is set up,and the drift computation formula of frame-shear wall structure under the quadratic lateral load distribution is deduced.
推导了二次曲线侧向荷载分布作用下,框架-剪力墙结构的水平位移曲线。
3.
Based on considering the bending deformation Of shear walls, the optimum stiffness of shear wall in a frame-shear wall structure was analyzed in this paper in six combined cases with the hoal deformation of side columns of frame or walls, the shear deformation of shear walls and the different coupling of binding beams.
本文在考虑剪力墙弯曲变形基础上，由框架边柱（墙）轴向变形、剪力墙剪切变形和连系梁不同联接等三种因素，分六种组合情况，分析框架－剪力墙结构中剪力墙的最优刚度。
6) frame-shear structure
框架-剪力墙结构
1.
the successive and cooperating model of frame-shear structure and the finite element model developed by the authors to reflect the characteristics of frame-shear structure are used to carry out the comparative computation of natural vibrational periodic coefficient.
推导了框架-剪力墙结构自振周期方程,利用两种计算模型,即框架-剪力墙的连续化协同工作计算模型和笔者建立的反映框架-剪力墙结构特点的有限元模型,对比计算结构自振周期系数。
补充资料：登墙
1.登上墙头。战国楚宋玉《登徒子好色赋》:"东家之子……惑阳城，迷下蔡。然此女登墙窥臣三年，至今未许也。"后以"登墙"作男女越礼相悦的典故。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条